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Project #: <br />SIGN BUILD <br />FORCE is PER POLE and reflects distribution per Case B to applicable components <br />1 0.2396 7.1771 0.2 0.1198 0.8489 24.429 29.943 1.7 0.1 0.0 0.1 <br />2 5.7188 6.9063 6.0 3.099 0.8489 24.429 29.943 39.5 1.2 3.7 1.6 <br />3 6.0 5.9583 0.8489 24.429 29.943 0.0 0.0 0.0 0.0 <br />4 6.0 5.9583 0.8489 24.429 29.943 0.0 0.0 0.0 0.0 <br />5 6.0 5.9583 0.8489 24.429 29.943 0.0 0.0 0.0 0.0 <br />6 6.0 5.9583 0.8489 24.429 29.943 0.0 0.0 0.0 0.0 <br />7 6.0 5.9583 0.8489 24.429 29.943 0.0 0.0 0.0 0.0 <br />8 6.0 5.9583 0.8489 24.429 29.943 0.0 0.0 0.0 0.0 <br />9 6.0 5.9583 0.8489 24.429 29.943 0.0 0.0 0.0 0.0 <br />10 6.0 5.9583 0.8489 24.429 29.943 0.0 0.0 0.0 0.0 <br />11 6.0 5.9583 0.8489 24.429 29.943 0.0 0.0 0.0 0.0 <br />12 6.0 5.9583 0.8489 24.429 29.943 0.0 0.0 0.0 0.0 <br />13 6.0 5.9583 0.8489 24.429 29.943 0.0 0.0 0.0 0.0 <br />14 6.0 5.9583 0.8489 24.429 29.943 0.0 0.0 0.0 0.0 <br />15 6.0 5.9583 0.8489 24.429 29.943 0.0 0.0 0.0 0.0 <br />16 6.0 5.9583 0.8489 24.429 29.943 0.0 0.0 0.0 0.0 <br />17 6.0 5.9583 0.8489 24.429 29.943 0.0 0.0 0.0 0.0 <br />18 6.0 5.9583 0.8489 24.429 29.943 0.0 0.0 0.0 0.0 <br />19 6.0 5.9583 0.8489 24.429 29.943 0.0 0.0 0.0 0.0 <br />20 6.0 5.9583 0.8489 24.429 29.943 0.0 0.0 0.0 0.0 <br />H = 5.9583 ft Overall height check 1.2 3.7 1.7 0.0 0.0 <br />kip kip-ft kip-ft kip-ft kip-ft <br />h = Cumulative Height to top of section <br />z = Centroid of Section Height <br />Kz =Velocity Pressure Exposure Coefficient [Table 29.3-1] <br />qh =Velocity Pressure (psf)qz =0.00256*Kd*Kz*Kzt*V2 [Eqn 27.3-1] <br />p = Design Wind Pressure (psf) p =qh*G*Cf [Eqn 29.4-1] <br />SPLICE (OR SECTION) LOADS <br />NOTES: <br />1 Moments include an additional 10% per 29.4-1 if s/h=1. <br />2 Moments and Shears include either 50% split or Distribution Factor in the case of 2 poles <br />3 In the case of 2 poles, Torsion is zero. <br />1 #N/A #N/A #N/A #N/A #N/A #N/A #N/A <br />2 #N/A #N/A #N/A #N/A #N/A #N/A #N/A <br />3 #N/A #N/A #N/A #N/A #N/A #N/A #N/A <br />4 #N/A #N/A #N/A #N/A #N/A #N/A #N/A <br /> <br />#N/A #N/A #N/A <br />#N/A #N/A #N/A <br />GRADE 1.234 4.038 1.707 <br />#N/A #N/A #N/A <br />#N/A #N/A #N/A <br />V (kip) M (k-ft) T (k-ft)Splice h <br />(ft)Stage w <br />(ft) <br />h+ <br />(ft) <br />p <br />(psf) <br />AF <br />(sqft) <br />Fu <br />(kip) <br />z <br />(ft) <br />These are intermediate values and may not match <br />final values used. <br />AF <br />(sqft) <br />Fu <br />(kip) <br />Mu <br />(k-ft) <br />Tu <br />(k-ft)Mu1 Mu2CAB?h <br />(ft) <br />z <br />(ft)Kz <br />qz <br />(psf) <br />pz <br />(psf)#ǻh <br />(ft) <br />Width <br />(ft)Cant. <br />1303 N. Bristol St , Santa Ana, CA 92706 2511019A Raising Cane's Menu Board - Menu Board <br />3 of 6 <br />Page 29 <br />Page 29